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Home My WebLink AboutSW8010515_APPROVED PLANS_20030711STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW �3�c)J�S_ DOC TYPE El CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE- YYYYMMDD C c c r c 0 D I D -4 THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "C" WHICH IS NOT A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. COMMUNITY PANEL NUMBER _370186 370344 0408 8, FEBRUARY 15, 1985 . TABLE - IMPERVIOUS SURFACE AREA TOTAL EXISTING % IMPERVIOUS AREA IMPERVIOUS SURFACE AREA 3.143 Ac 0.839 Ac 26.7 STORMWATER PLAN NOTE: THE DETENTION POND SHALL BE CLEANED OF SEDIMENT AND DEBRIS AND RESTORED TO THE PLAN DIMENSIONS AND ELEVATIONS UPON CONSTRUCTION COMPLETION. TEMPORARY SEEDING - FALL SEEDING MIXTURE SPECIES: RYE (GRAIN) RATE (lb/acre): 120 SEEDING DATES: AUGUST 15 - DECEMBER 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION SERVICE FOR FERTILIZER AND LIME APPLICATION RATES. MULCH: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 lb/acre OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVER SEED WITH 50 lb/acre KOBE. TEMPORARY SEEDING - LATE WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES: RYE (GRAIN) RATE (lb/acre): 120 ANNUAL IESPEDEZA (KOBE) RATE (lb/acre): 50 OMIT ANNUAL IESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTENDED BEYOND JUNE, SEEDING DATES: DECEMBER 1 - APRIL 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION SERVICE FOR FERTILIZER AND LIME APPLICATION RATES. MULCH: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE. RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RE -SEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. EXISTING ' POND 1 TEMPORARY SEEDING - SUMMER SEEDING MIXTURE SPECIES: GERMAN MILLET RATE (Ib/acre): 40 SEEDING DATES: APRIL 15 - AUGUST 15 SOIL AMENDMENTS. FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION SERVICE FOR FERTILIZER AND LIME APPLICATION RATES. MULCH: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RE -SEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. PERMANENT SEEDING MIXTURE SPECIES: PENSACOLA BAHIAGRASS RATE (lb/acre): 40 SERICEA IESPEDEZA RATE (lb/acre): 30 CENTIPEDEGRASS RATE (lb/acre): 5 GERMAN MILLET RATE (Ib/acrs): 10 SEEDING DATES: APRIL 1 - JULY 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION SERVICE FOR FERTILIZER AND LIME APPLICATION RATES. MULCH: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: RE -FERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERCEA AND MOW AS OFTEN AS NEEDED. NOW OR FORMERLY LOT 65A M.B. 9, P. 53 N68'00'00"E 561.66' 1_13.9 - - - - - - --_ - 148.02' EIP 48,85 164.78' / 1'2fi� - ,. - _ - - - - - - --- - - -�,�.- r- �. � - - - I 22 OD'00"GP- 30�'E�5 �, - - 3 .3' - _ _ 30.1' -� 30.4' -2 -__ - ^ _2 _ _ _ 2_41- -0.0' 30.2' M 10' SETBACK t / ~ - 7. 2< n - � - _ 7' P F POND 30 N 3 � - - - - ----.----- _ _�'r` 29.8' I 31.0' 3.1 15.4' 3.1 17' 3.1 16.$' 3.1 4.5" . 27.0' ' 28.9' 27.9' 29.0'' 4 1n in in n n in in EXIS NG SILT FENCE x 30.0 ! I r ?8, / (EDGE OF POND) / \ x x 1 1.5'' EXISTING HIG WATER MARK ADE ARE AL TO , M POND / / OF�POND RAIN TO WALE i / I 1 5'M 30.9' . / FILL IN EXISTING POND POND& GRADE TO a `i TO SWALE$ DRAIN 29.9' 3 0' ,.5� L 31.4' / \ 26.0'--.. FLARED.631.5 . END h5' 27' 1 , (`� . l �C SECTION 5' SPILLWAY w I 27.9' 28.9' 30.2' j �0/ ` 23.0' ` (SEE DETAIL) x x I x I \ 1 1.5'_ 18,5' i R/W NOW OR FORMERLY GRASSED swALE INV.23.75' � AREA I[ G- 1 SULLIVAN l } j POND m A fa Lo Na In �� I f . SEWER LIFT \ x �� FILL IN EX15Iil�Ir SWA:t I ` STATION a II �- & GRADE/110 DRAIN / / EXISTING ) _S / TO NEW,'SWALE l y y OR�LOW / POND , 9 ' yy VT / I -,I{ OAK TREE ; 3D o 1 y "� / 1 "� ---- __, 28.0, 1 y� ANY WETLANDS ON SITE t SWAI,E F- - 1 2s.G' 1 / REST WITHIN POND I '�I+SWALJ=� PON1 INLET / (SEE DETAIL) GRADE AREA TO 1.5'� a 31:2' ONE STORY 00 Lo METAL, STUCCO, & GLASS M ON CONCRETE SLAB S I FINISH FLOOR ELEV. = 31,90' o w .18.5, 31.4' " - I--' - A.C. UNIT . 60.2' . / / I EXISTING SILT FENCE (EDGE OF POND) 28.0' DRAIN TO SWALE ' ' -GRAVEL VVVV 29.0' 30.5' " HIGH WATER MARK OF POND 26.0' 27"0' x \ / y\ u / \ x 2�4.9'i x \ t \ ro l i 59.8` �! ---- ?a_ -T------ .,.,.. + �., 0 FENCE= " EIP O----------.r----25�I.33 �,.,,..------------ EXISTING POND 176.88 z ur _, S68.00'00"W 723.59' NOW OR FORMERLY LOT 63 M.B. 9, P. 53 STORMWATER PLAN FOR AP'°�� WAVES BEACH WEAR w z 0 IL EIP -1 N66'&S LA I f � I { I I I 11 ffI 3}? 4' 1 / I O 1 II N W O O 0 O N cN V) 7C3,.3' � j m N 1n in 't 31.6 a _ -- co 41.8' 16.9' 3. 453'FlACT r PARKINGwv 3D.5 30 $' 30.2 TELEPHON '10' SETBACK PEDE5TA y - -WAS, � - - SPIGOT-30.8 _ .7 .04' 31 0 ! \ I „ t EIP 5 '1414O"1N FEN CE EIR O R/W W z ZI 0 Q a w 0 w n R/W TOTAL AREA 136912 Sq.Ft. 3.143 ACRES BENCHMARK ALL ELEVATIONS RELATIVE TO NGVD 29 0 In _, I OWNERS \ H&D PROPERTIES IZ O I _ N QZONED C-3 < IL Q ZONING SETBACKS FRONT = 15' _ REAR = 10' (D SIDE = 10' -r N.C. HWY 210 = 25' U a Z o D.B. 1651, P. 138 REFERENCES D.B. 1651, P. 138 M,B. 9, P. 53 LEGEND CC = CONTROL CORNER ECM = EXISTING CONCRETE MONUMENT (FOUND) EIP = EXISTING IRON PIPE (FOUND) l EIR = EXISTING IRON ROD (FOUND) EMN = EXISTING MAGNETIC NAIL (FOUND) EPK = EXISTING PARKER-KALON NAIL (FOUND) ERRS = EXISTING RAILROAD SPIKE (FOUND) MBL = MINIMUM BUILDING LINE NMP = NON MONUMENTED POINT RCP = REINFORCED CONCRETE PIPE /J SET CONRETE MONUMENT (CONTROL CORNER) S PM = SET IRON PIPE SIR = SET IRON ROD SMN SET MAGNETIC NAIL (CONTROL CORNER) SPK = SET PARKER-KALON NAIL (CONTROL CORNER) q - CENTERLINE a cQ_-) = POWER POLE a = LIGHT POLE a ® = SEWER CLEAN OUT o aB = EXISTING LANDSCAPE ROCKS ELECTRIC B I o ®OX = WATER METER ` Wv = WATER VALVE = EXISTING PALM TREE f` R/W x = PROPOSED SPOT ELEVATION = EXISTING SPOT ELEVATION �- = SWALE FLOW DIRECTION ; a -28- - = EXISTING CONTOUR ELEVATION NOP I CAMOL9N4 EIdV00NM 28 = PROPOSED CONTOUR ELEVATION NTAL VIANA'.CEM,rN C0$01?01�SION DI'V' ICNOP WA`E2 siTV GRAPHIC SCALE JU .� 0 15 30 s0 120 RECEIVED ( IN FEET ) 1 inch = 30 ft. DATE: APRIL 1, 2003 LOTS 64 & 65, J.H. BATTS, M.B. 9, P. 53 �� iQ�3 DRAWN BY: J, Hj5LM5 2`4FIELD BOOK: IND , PAGE: 7 DW4� �y�`4'. 13705 N.C. HIGHWAY 50, HOLLY RIDGE, 28445 PRCid#svL-yfG�ts -+ COMPUTER:INS_ 6/PROJf03-03-19.dwg ,,,p p; `�`k..�� PROJECT NUMBER: 03-03-19 fp[o� TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA SHEET 1 OF 2 y N w 6" CAP w 1" DRILLEI 1 /4 BENT ,4 OR BENT PL A 2"x2"x1 /4" FRAME _-� -"4 4"x4" MAXIMUM HOT DIPPED GALV. WIRE CLOTH 120 0 4 3"x3"x1/4" (TYP. ALL SIDES OF MANHOLE) 4 2"x2'xt, FRAME BENT 4 c BENT PL V JVV VI VI,11 I"1V .1..ii NCDOT #57 STONE QUTLET _MANHOLE DETAIL NOT TO SCALE 8" 1/2" 0 HOT DIPPED GALV. STEEL ROD h 2" (TYPICAL 2) 1/4 4 3"x3'x1/4" (TYP. ALL SIDES • OF MANHOLE) 4"x1 /2" 0 STUD • ; ANCHOR (3 EA. WALL) 4 1 /4" CLR EA SIDE 8" WALL ALL METAL COMPONENTS OF RIM ANGLE & TRASH SCREEN SHALL BE HOT DIPPED GALV. STEEL ADETAIL 2 NOT TO SCALE 8w 1 /2" HOT DIPPED GALV. STEEL ROD (TYPICAL 2) 4"x4" MAXIMUM HOT DIPPED GALV. WIRE CLOTH 120 0 8" CONCRETE WALL MANHOLE w CARP�'', �C/� 'w z f-SS/p q �� _ AALMETAL COMPONENTS OF RIM ANGLE & TRASH SCREEN SHALL BE HOT DIPPED GALV. STEEL ET I CD 2981 cr O C ` TRASH SCREEN - PLAN VIEW I ; 't'�s • su8'4 Q+ ,r`� PR AN NOT TO SCALE CD \ rll7ftE151S1ti1` CHARLES F. RIGGS & ASSOCIATES, INC. LAND SURVEYING •- CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, z a LAND PLANNING & COMPUTER MAPPING 202 WARLICK STREET Q P.O. BOX 1570 JACKSONVILLE, N.C. 28541-1570 TELEPHONE: (910) 455-0877 FACSIMILE:(910) 455-9033 E-MAIL: riggsland0bizec.rr.com ORCED PLASTIC 2" APART IANHOLE 0 PSI KEITH P. BULLA, P.E. P.E. 10724 3202 BINFORD COURT WILMINGTON, N.C. 28405 (910) 791-4724 PERMANENT POOL ELEVATION = 25.0' BOTTOM POOL ELEVATION = 20.0' TEMPORARY POOL ELEVATION = 26.6' GHT OF SPILLWAY (SEE DETAIL) 4'x4' OUTLET STRUCTURE 4.2' 4.8' 6' $' 3� I--1 I-i y 6: 1 SHELF PERMANEN - ..- -1 2.1 �_ _ I f,; III-i I I{ III=1 I i- I- I III -I 1 I-i I I-! 1-1 I Pd l 1 -1 11-1 TOP OF FOREBAY WALL = 24.0' 20.0' ELEV, 0 FOREBAY TOP OF BANK ELEVATION 8' 8, 8' 4.2' 6' 4.8' POOL SHELF �-III-III-1 1=� 11=1 r!-I I f=i I I 1 2. 2:� l i=1 I -III -III -I 11-111-1 I I-� _ ' _ _I -'I' 11-1 I I _-1 I I- I-_ I 1=1 -I I I -Ili -I--I 11-I 11=1 I PLANT SHELF WITH I Ed I I -I I iE-I 1 III 11-11 1- �� I 1-} I TYPHA spp. (CAT TAILS) 1 =1 1=11 1=1 I I ._ PLANTING TO BE IN ACCORDANCE WITH NCDENR DWQ STORMWATER BEST MANAGEMENT PRACTICES MANUAL (LATEST EDITION) POND SECTION NOT TO SCALE PLANT SHELF WITH TYPHA spp. (CAT TAILS) PLANTING TO BE IN ACCORDANCE WITH NCDENR DWQ STORMWATER BEST FOREBAY MANAGEMENT PRACTICES MANUAL SEPARATION (LATEST EDITION) TOP ELEV. = 24,0' 8.0' 6222.0' 6 6' TEMPORARY POOL LIMIT PERMANENT POOL 3.0' H � N 20.0' J O � Q 4'x4' OUTLET STRUCTURE BOTTOM co a - a 3:1 3:1 6:1 2:1 (SEE DEi,,IL) 2:1 2:1 ELEV. 2:1 6:1 3: i 3:1 o 8' BOTTOM ELEV. =20.Q' 8' =20.0' 8' 8' .2 4.8' 6' 6' 4.8' .2 z 12' o m 2ao, 111 _ N DO a PERMANENT POOL TEMPORARY POOL LIMIT 5' 1 FOREBAY = 34' PERM. POOL = 93' 4.2 TEMPORARY POOL LIMIT = 102.6' TOTAL = 111' = POND SECTION NOT TO SCALE 6" THK. No. 57 STONE EXTEND 5' TOP OF TO EDGE OF PLANTING LEDGE BERM EL. 28.0' PERMANENT 24.6POOL EL. 24.0' EXPANSION JOINT • ' a . 6.0, •I>SVa' . d •a a • `a •d e Z4F 00 .W 27.5' 24.6dR a . d 4 • 5 26.0' d a ^i 24.6 3' RADIUS (TYP) P 1' 6' ' • TOP OF BERM EL 28.0' NOTE TCP OF 1. CONCRETE THICKNESS = 4" DETENTION POND 2. REINFORCING 4"x4" WWF EL. 24.0' 3. CONCRETE 3000 PSI 0 28 DAYS PLAN -POND INLET NOT TO SCALE � `N CA 24 3 �h„i,lp,, k G /Zs�o3 STORMWATER PLAN FOR WAVES BEACH WEAR LOTS 64 & 65, J.H. BATTS, M.B. 9, P. 53 13705 N.C. HIGHWAY 50, HOLLY RIDGE, 28445 TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA TABLE OF POND ELEVATIONS & DIMENSIONS BELOW PERMANENT POOL LOCATION ELEVATION (Ft) LENGTH (Ft) WIDTH (Ft) AREA (Ft2) FOREBAY 20.0 12 3 36 BOTTOM FOREBAY AT 24.0 28 19 532 BASE OF SHELF POND AT 20.0 32 3 96 BOTTOM POND AT 24.0 48 19 912 BASE OF SHELF M.LWAY DETAIL NOT TO SCALE i f SW LE DETAIL NOT TO SCALE La=12' 3d0 SECTION A -A -OUTLET P80TE C NOT TO SCALE WELL-DEFINED CHANNEL NOTES: 1. La IS THE i ENGTH OF THE RIPRAP APRON. 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6'. 3. IN A WELL-DEFINED CHANNEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. 5. W=Do+La DATE: APRIL 1, 2003 DRAWN BY: _1, HIGLM5 FIELD BOOK: IND I PAGE: 7 COMPUTER: WS6/PROJ/03-43-19.dwg PROJECT NUMBER: 03-03-19 SHEET 2 OF 2 4 4 4 v 4 4 4 n RA Ar 8 P 0 N D i 26 58 2 5,86 27 05 ;1 26 07 MATCH POINT •A' �� P Q N p \ \ \ -� _ p1yMEp1T AL CSC 6� J 7.ol \\ �V,�k 2524 AR / k 69 4-2' 6� MA POIAT " 28 C9 y y 2 �L-+T1il' / +-2�-57 32 27 60 8.82 28.68 12 b'---r28,Efi 28.833 °0 '28 8 ' ~METAL iv SHED Io 4F 2s.� - P 0 N D 28-54 �} �L.88 28 65 728 11 L-4_, _ E8 CD \ I rn rt b rLAY"JUSE 8 tL Tb BE v f ,/REMOVED 2 4THIN 90 DAYS^ -I 0p. s �p A � 2-5-r9�Z3 iN Y?. 3, 28.55 _ 28 4a ADwCiT7'ON 2.6r�,26'�6 N O m -r29 a8�13.7' .93>+24 38 9 a6 V) 7C 1 _.. PROPOSED DITCH w/ 3.1 SIDE SLOPES f ; dn L%y, OF ti§ 95 -3C 24 (n . ~ 3C 4: 0 yl J r \m 0I 8 26 fiC j } Co i > � , 3 EIP 5 ��j 1 25 9k —�F3t-3 22 T $5 fi£ E M L04404 +�� 51 I y 19LF1 , NOTES: 1- ACCORDING TO FEMA MAP 37034-4 0408 B, THIS PROPERTY IS IN FLOOD ZONE C, DATED FEBRUARY 15, 1985 2- EXISTING WATER AND SEWER LINE LOCATIONS PER TOWN OF SURF CITY. 3- PROPOSED LANDSCAPING AREAS TO BE IRRIGATED AND MAINTAINED PER TOWN OF SURF CITY STANDARDS. 4- INTERIOR LANDSCAPING OF PARKING LOT NOT REQUIRED PER TOWN,OF SURF CITY ZONING ORDINANCE. 5- PERIMETER OF PROPERTY TO BE LANDSCAPED AS SHOWN HEREON. 6- 32 PARKING SPACES REQUIRED AND 34 PARKING SPACES PROVIDED, ONE SPACE FOR EVERY 400 S.F. OF BUILDING AREA (30 SPACES) ONE SPACE FOR EVERY TWO EMPLOYEES ON A SHIFT (2 SPACES) 7-ALL SIGNS TO BE IN ACCORDANCE WITH THE TOWN OF SURF CITY ZONING ORDINANCE. "I'l f ♦ ,iV f.k � y 1. i�3"t�l • � !� �: :'3. , dfi i� 4 tiJ M i Z� *� I� ,� � 4'. rb¢� � kd � � �� i ��`�� ,y ;H& 4 _Le.49 ',3 1 •7 �" ;4,X�{,� !;.'--.k.•'`}a .. is - µ _F k � a p'a,.� s� sJ'�1� X-ry ,Y YY"4 I� HZ} t4r k. '^ Sr.I:i�' -:Y�, �9i �z..) �• i 4 a s a e a ►` a a e32 07 _ _ _ e ••�� IL 4 R/W LOT COVERAGE: 12078 S.F. OF BUILDING COVERAGE MAXIMUM LOT COVERAGE. 50% REF: LOT #64 do #65 OF J.H. BATTS DIVISION M.B.9 P-53 D.B.462 P.43 R/W TRACT DATA: 3.12 ACRES (135907 S.F.) ZONING: C--3 DISTURBED AREA = 2.0 ACRES SECT.4.12 C-3(EXTENDED COMMERCIAL DISTRICT) (1) PERMITTED USES, (t) STORES RETAILING THOSE ITEMS PERMITTED IN THE C-1 AND C-2 DISTRICTS... N 32 17 W�21.06' I t \ I \ ti �so 1 � NI o ari �I 3I \ o� \ NI THIS AREA WAS PLOTTED FROM A MAP BY THOMPSON SURVEYING CO., P.A. ENTITLED SKETCH OF SURVEY FOR ALFRED \ IJ. WORTMAN. i I P 0 N 0 C cP MATCH POINT 'A" I� i n 0 �3 N I� I� P 0 N D I E1P MAT(. POINT `B- LEGEND: EIP = EXISTING IRON STAKE CP = COMPUTED POINT FH = FIRE HYDRANT MH = MANHOLE PP = POWER POLE R/W RIGHT OF WAY INV. = INVERT +30.57 = SPOT ELEVATION SPK = SET PK NAIL —E— = OVERHEAD POWER LINE S.T. = 10'X20'SITE TRIANGLE 00 = PROPOSED GRADE i = PARKING LOT LIGHT W/ TWO 1,000 WATT SPORT LIGHTS) = VAN ACCESSIBLE HANDICAP PARKING SPACE PER CHAPTER 4 OF N.C. ACCESSIBILITY CODE 1999 = DOUBLE CONCRETE BLOCK FILTER -x - SILT FENCE 0 = SHRUB (82 PROVIDED) = SILT FENCE (29 PROVIDED) NCGS MON. "MONK" N - 257.949,8712 E . 2,433,106.5809 NAD 83 CF - 0.999987921 I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; WITNESS MY ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL THIS_ S_ DAY OF . _� , 2Q,4, JOHN L. PIERCE P.L.S. - L-2596 ``� �s 10.08,4z" e SS NCGS MIN. MONK AZ MK" N - 256786.3D98 E - 2.412,958.8926 APPLICANT: H&D PROPERT: S P.O. BOX 322E MYRTLE BEACF-. SC 29576 843-293-193' VICINITY MAP - NOT TO SCALE CHECKLIST (SECTION 7.3, OF THE SURF CITY ZONING ORDINANCE) 1- NAME OF APPLICANT OR OWNER, INCLUDING ADDRESS AND TELEPHONE NUMBER IF SUCH EXIST; (H&D PROPERTIES P.O. BOX 3228 MYRTLE BEACH, SC 29576 843-293-1931) 2-BOUNDARIES AND DIMENSIONS OF THE LOT TO BE BUILT ON; (SHOWN ON PLANS.) 3-NORTH ARROW; (SHOWN ON PLANS.) 4-LOCATION AND DIMENSIONS OF EXISTING AND PROPOSED STRUCTURES; (SHOWN ON PLANS.) 5-LOCATION AND DIMENSIONS OF PROPOSED SEWAGE DISPOSAL SYSTEM(S) AND EVIDENCE OF APPROVAL BY THE PENDER COUNTY HEALTH DEPARTMENT, IF REQUIRED; (PRIVATE PUMP STATION SHOWN ON PLANS; HEALTH DEPARTMENT APPROVAL NOT REQUIRED.) 6-DIMENSIONS OF ALL YARD AND SETBACK REQUIREMENTS; (FRONT 25' SIDES = 10' REAR= 10') 7-ALL EXISTING AND PROPOSED ROADWAYS AND DRIVEWAYS, INCLUDING WIDTHS 8-LOCATION AND DIMENSIONS OF INDIVIDUAL OFFSTREET PARKING AND LOADING FACILITIES; (SHOWN ON PLANS.) 9--ALL EXISTING AND PROPOSED RIGHT -OF WAY; (SHOWN ON PLANS.) 10-ALL EASEMENTS; (NONE APPARENT.) 11-ANY AREAS OF ENVIRONMENTAL CONCERN (AEC'S) AS DESIGNATED BY THE N.C. CAMA WHICH ARE PRESENT OR ADJACENT TO SITE; (SHOWN ON PLANS.) 12-THE EXISTING AND/OR INTENDED USE OF PREMISES, EACH BUILDING OR PART OF BUILDING; (RETAIL.) 13-THE NUMBER OF FAMILIES OR HOUSEKEEPING UNITS; (NOT APPLICABLE.) 14-OTHER DETAILS AS MAY BE NECESSARY TO ENSURE CONFORMANCE WITH THE APPLICABLE ORDINANCES AND REGULATIONS OF SURF CITY, OR AS MAY BE REQUIRED BY THE TOWN BUILDING INSPECTOR, TOWN MANAGER, OR TOWN PLANNING BOARD; (LANDCAPING PLAN AS SHOWN HEREON.) 15-A STORM WATER MANAGEMENT PLAN. STAMPED AND SIGNED BY A REGISTERED ENGINEER, TO HANDLE THE FIRST INCH OF RAIN IN A 24-HOUR PERIOD. (SHOWN ON PLANS.) 16-ALL LIGHT PRODUCED ON SITE SHALL BE CONTAINED WITHIN THE PERIMETER OF THE SITE BY DESIGN, ORIENTATION, OR SHIELDING OF THE LIGHT SOURCE. RECEIVED JUN 0 8 2001 DWQ PROD # .115w-wo 515 LANDSCAPING PLAN, STORMWATER PLAN, SITE PLAN & EROSION CONTROL PLAN PREPARED FOR WAVES BEACH WEAR TOPSAIL TOWNSHIP, PENDER COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: DECEMBER 21, 2000 SCALE: 1 "= 30' F.B. 394, P. 39+ JOB #206355 REVISED: JANUARY 2, 2001 REVISED: JANUARY 12, 2001 REVISED: MARCH 19. 2001 REVISED: APRIL 17, 2001 REVISED: APRIL 25, 2001 GRAPHIC SCALE REVISED: MAY 10. 2001 REVISED: JUNE 4, 2D01 30 0 15 30 60 REVISED: JUNE 5, 2001120 ( IN FEET ) I inch = 30 ft_ SHEET 1 OF 2 T,-. -r 1 ; r !77 �„ ,r �,-T 1'i •r. .i ,, t.' 4'.1 FOREBAY TALCS. FOREBAY CF- 1567 - (49%) > 20% TOTAL CF = 3216 54' 1 13 LF le'RCP \ • a.77X r � ANTI -SEEP COLLAR DETAIL NOT TO SCALE SIDE SLOPES TO BE SEEDED PER SEEDING SCHEDULE CONSTANT POND 1 EL- 28.0 1 SIDE EARTHEN BERM I wV-2a. EL=28.0 10'VEGETATIVE SHELF 1 m �Q 25 I , 24 -23� I o r rn- 1.5-1 SiDE SLOPES N Q l BD OF VEGETATIVE SHELF EL- 26.33 - 2s 27 I • ' 1"DESIGN EL-29-37 DI TOP -MID SCALE 1 "=10' EASEMENT/ACCESS TO POND NOTED ON PLANS. BOTTOM POND EL- 22.0 CONSTANT POND EL-28.0 CONSTANT POND SURFACE AREA- 1.960 S.F. O EL=28.0 1'DESIGN SURFACE AREA = 2,733 S.F. O EL=29.37 C� NOTCH RISER AT ELEV= 29.37 cc N 111 TRASH RACK WITH RISER W/ ENCLOSED BOTTOM ANTI -SEEP COLLAR #4 REBAR (4"O.C.E.W.) (SEE DETAIL) 10'VADE VEGETATIVE SHELF ELEV. 30.40 emer enc spillway) 100 yr storm 3: 1 -III-' i III I i I=I i _� I ! •�' - PERIMETER of POND(a:l SLOPE) 7ELEV. 30.30 10 yr storm. EL-28.0 I EL=26.33 o " ELEV. 29.37 1 DESIGN ELEV. I -' - `-I '-- i �I ELEV. 28.0 18" RCP �- I i=I --�■ 4 _ PERMANENT POND CMP -- �■ _ - - - .I- FOREBAY•. �� _ - AREA o I, - I I i=1 ��' I I 1.5' SEPARATION -I _ 6"PVC PIPE ANTI -FLOAT BLOCK _ WI CAP - 1 2" (40 CU. FT. CONCRETE - -HOLE DRILLED 1 i - ELEV.22.0 IN CAPPED END - i- i- - - -i- - - - - (W/HARDWARE I - `[ - CLOTH SCREEN) c sC EE --� - � - - - --DETENTION POND PRINCIPAL SPILLWAY NOT TO SCALE BOTTOM EL=22.0 3 INK]( STEEL ll 1 II II ll II' i':Ililiill 1' MIN. WIDTH AS REQUIRED SEEDING SCHEDULE SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4X MATERIAL APPLICATION RATE LIME 2 TONS/ACRE 20% SUPERPHOSPHATE 600 POUNDS/ACRE FERTIUZ€R(10-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (HULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (UNHULLED) 20 POUNDS/ACRE RYE (GRAIN) 25 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE, KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. NOTE: UNDER NO CIRCUMSTANCES MAY *WEEPING LOVE GRASS" OR "RYE` BE USED SEEDBED PREPARATION NOTES: 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD NTH AVAILABLE TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. IF NO SOIL TEST IS TAKEN, FERTILZER AND UME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER PHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. 6. LIME AND FERTILZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. 12 GAUGE 4'X4' OR 2'X4' WELDED VARE HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS, OR FASTENED To CEDAR OR w00D POSTS wITH No. a STAPLES EXISTING ROAD SWALE DETAIL 3'0' NO SCALE J R/W R/W -L- 4 50' MIN. LENGTH 2' MINIMUM ' _ F I I CONSTRUCTION L �t ENTRANCE , PROFILE ULTRAVIOLET RESISTANT (BLACK) WRIFI FABRIC OR EQUIVALENT SECURED TO NRE /WITH METAL CUPS OR MARE AT a' OFF CENTER - MAXIMUM SEDIMENT STORAGE LEVEL REMOVE • SEDIMENT w" N THIS LEVEL IS REACHED OR AS DIRECTED BY CONSERVATION INSPECTOR. ■ • I NATURAL GRADE CARRY APPROXIMATELY 12' OF FABRIC INTO TREW>i, COVER NTH SOIL AND TAMP BACKFILL. I ~� -C CARRY a' OF WIRE INTO TRENCH. - I METAL, CEDAR OR 4-W TREATED WOOD POSTS AT a' OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD BE S DEEP MINIMUM. I� :, .�- 12�N`1 (SEE NOTE) PLAN VIEW Constructign SpCciiications PLANTING SCHEDULE 1. Stone size - Use MSHA size No. 2 (2-1/2" to 1') or AASHTO NOTE: PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF. designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use crushed stone- SPREAD 4" TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE 2. Length - As effective, but not less than 50 feet. PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN THE 3. Thickness - Not less than six (6) inches. LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN ONE 4. Width - Not less than full width of all points of PLANTING PER SQUARE YARD: ingress cr egress. Minimum of 12'. 5. Washing - When necessary, wheels shall be cleaned to SCIENTIFIC NAME COMMOKL NAME remove sediment prior to entrance onto public right -of- Peitandra virginio Arrow Arum way. When washing is required, it shoal be done on an Saggitaria latifolia Arrowhead/Duck Potato area stabgized with crushed stone which drains into an Andropogon virginicus Broomsedge approved sediment trop or sediment basin. Ali sediment Andropogen glomeratus Bushy Beardgross shall be prevented from entering any storm drain, ditch, Typha spp. Cattail or watercourse through use of sandbags, gravel, boards Ceratophylium DWQersum Coontall or other approved methods. Scirpus pungens Common Three Square 6. Maintenarce - The entrance shall be maintained in a Lemna app. Duckweed condition which will prevent tracking or flowing of Soururus camuus Lizard Tail sediment onto public rights -of -way. This may require Hibiscus moscheutos Marsh Hibiscus periodic top dressing with additional stone as conditions Pontederia cordata Pickerelweed demand and repair and/or ceanout of any measures used to Potamogeton pectinatus Pond Weed trap sedment. All sediment, spilled, dropped. washed or Leersia oryzoides Rice Cutgrass tracked onto public rights -of -way must be removed Corex app. Sedges immediately. Scirpus validus Soft Stem Bullrush Polygonnum app. Smartweed Juncus effesus Soft Rush Nuphor lutsum Spatterdock Panicum vergatum Switchgrass STABILIZED CONSTRUCTION ENTRANCE (D-5L Eodeo can deunsis Swett a erweled ` NOT TO SCALE Valisnerlo americans Wild Celery Zizania aquatics Wild Rice SILT FENCE CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL. 2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE. 3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES SHOWN. 4. CONSTRUCT STORMWATER POND AND OUTLET. INSTALL SWALES. 5• BEGIN STRIPPING SITE & EARTHWORK. 6. MAINTAIN STRUCTURES DURING CONSTRUCTION (AFTER EVERY RAIN EVENT OR AT WEEKLY INTERVALS) 7. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT TO GRADE. 8. REMOVE TEMPORARY MEASURES. 9. DEVELOPER TO MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES AFTER CONSTRUCTION HAS BEEN COMPLETED IN ORDER TO PREVENT ACCELERATED EROSION, NOTE: ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY MEASURES WITHIN 15 DAYS OF DISTURBANCE AND PERMANENT STABILIZATION SHALL BE PROVIDED WITHIN 30 DAYS OF COMPLETION OF ANY PHASE OF GRADING. �t1/2" MESH HARDWARE CLOTH I. #5 WASHED STONE PLAN "AARDWARE CLOTH STONE#5 WASHED IIIIIIIIII ffi m I ow RUN 41 ILOCK i �. �■ �' DE TH VARIES CATCH BASIN i SECTION A -A DOOLE CONCRETFE BLOCK --FILTER AROUND CATCH -BASIN DETAIL SHEET WAVES BEACHWEAR TOPSAIL TOWNSHIP, PENDER COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 di `� I PHONE: 910-346-9800 DATE: MAY 10, 2001 _; SCALE: N/A F.B. PG. i JOB # FILE NAME: y X WL REVISED 6/5/01 SHEET 2 OF 2 I 4 P 0 N D MATCH POINT "A' z � — � ON�Ehr AL COiyCE�N , c� A OE1yNIR P 0 N D NI A�4'fi POk}•ei �B � , A- . P 0 N D U 3 Q + F71 44 mLJ � F� Lo �I + � NO TES: 04 Q `'-�A L �4E 1- ACCORDING TO FEMA MAP 370344 04.J8 8, TH'S PROPERTY IS u1 I I j IN FLOOD ZONE C, DATED FEBRUARY '5, �985 ° ROCK 2- EXISTING WATER AND SEWER LINE L:.-_AT! NS PER TOWN OF - CHECK DATA �} SURF CITY. � f 3- PROPOSED LANDSCAPING AREAS TO +RRIGATED AND MAINTAINED PER TOWN OF SURF CIT" STANDARDS 4- INTERIOR LANDSCAPING OF PARKING _)T NOT REQUIREC PER 0' \ + TOWN OF SURF CITY ZONING O?D'NA`,l:. i a j it CD - -iC Q' v 5- PERIMETER OF PROPERTY TO BE LA",_SC•�DED AS S��NN o HEREON. �F ? +6 6- 32 PARKING SPACES REQUIRED AND _'4 PARKING W P� SPACES PROVIDED. ONE SPACE FOR EVERY 40C S =. CIF BUI' DINS AREA (30 SPACE I TCH txIST SWALE ONE SPACE FOR EVERY TKO E'.'P�EES ON A SHIFT (2SPACES � k _ 5 EIP - EIP ��-LF` 1-,2' PVC �i z 7-ALL SIGNS 00 BE IN ACCORDANCE W_ THE TOW" OF -,L9 6CI, M „10,"," N ,� - - � � I a,l SURF CITY ZONING ORDINANCE. FUTURE DEVELOPMENT ST A - k s. INITIAL PHASE--QF DEVELOPMENT ' EX S h ' t' t` N�28.�9 a ' �' ' s r_ (IQ $E,.kiL4eD)I , 1 1 , ! f ! I :V-29.43 4- ASPHALT , •le S I}r 3 I IN 27.00 ASPHALT SWALE ? T � � f s 1`` ti 1, , :, ., ti t , ' ,:�� T LOT 65-A LOT 6 + 'ExisT;1, c'Q�'; 1 a 1 s} 1 _ S� BATTS DIVISIONv BATTS DIVIS'ON ' ~ , TO OE REMOVED? I I f(r00D LION ZONED C-3 �/ _ = ,1 s �t ``, Bs CIF, --I $a .5 I IN —27.51 ZONED C-3) � d J , 1 kx13T OROd 11it€T- t �' - - -.' 't �'r�`K' � �_ _��r� tZF.'.4 `v XV, 2'x 60' LOADING ZONE D1 -TOP-3q I 1r� �T '1 I r, �y a3 r TOTA79 L AREA = 3.12 ACRES o DENUDED AREA = 0.99 AC _RETAIL_go- �F� EL = 32.5 T �,.= d - ¢ a ° f t } I 75' 22 ' S r I A ASPHALT PARKING LCIT ' ASPHAL' A"� NG LOT 25' FRO. T S T94 K 10' r { v 'v' ?11 0 { U r ( � Yr { 4u NAIL c 26' {'4 R/W k EIP ti.. 36' DRIVEWAY 4 8'49'47" E �434-65' C b" E 1029.47' '� Si SS 3_.5y 5 27' S 47 E 140. 2 a EIP 5-27'18'02" E 70.07' EIP FH 3J 36 t 94� — _ ~i _ A-LF ? FLU - — — — 77 �3^ _ INV-28.5 INt�28�✓ l_ _ — — — S. 10' AVC WATER` — — - T - 4c 31.'� - 3...4,E N.C. HWY. �� - ' �0' R/W i 12' FOF� MAIN R/W R�,� TRACT DATA: 3.12 ACRES (135907 S.F.) ZONING: C-3 DISTURBED AREA = 2.0 ACRES SECT.4.12 C-3(EXTENDED COMMERCIA_ D.S'RI T) (1) PERMITTED USES. (t) STORES RE`4 _ NG -['NOSE ITEMS PERMITTED IN THE C-1 AND C-2 DIS t.��r5 _1 REF: LOT #64 & #65 OF J.H. BATTS DIVISION M.B.9 P.53 D.B.462 P.43 7" w�� 1-06 N 32'33'' F CP \ 1 � I \ I \ I \. hl o u-i of \ NI THIS AREA WAS PLOTTED FROM A \ 1D MAP BY THOMPSON SURVEYING CO., P.A. L ENTITLED SKETCH OF SURVEY FOR ALFRED J. WORTMAN. \ I )CI 1 S[ S) I rn 0 I P 0 N D I I � 1 I � I N cp � P 0 N D M _I MATCH POINT "A" Pciv .B, EIP LEGEND: E'a = EXISTING RON STAKE CID = COMPUTED POINT FH = FIRE HYDRANT M11 = MANHOLE PIP = POWER PO-E R/W = RIGHT 0- WAY INV- = INVERT +30.57 = SOOT ELEVATION SPK = SET PK NAIL —E = O'.ERHEAL• POWER LINE S-T- = 10'X20'S TE TRIANGLE 0--I 07 0 = PROPOSED GRADE -- EkS-NG GRADE { = PARKING LOT LIGHT W/ TWO 1,000 WATT SPORT LIGHTS) = VAN ACCESSIBLE HANDICAP PARKING SPACE PER CHAPTER 4 OF N.C. ACC=351 _'TY CODE 1999 = DOUBLE CONCRETE BLOCK FILTER SF = SILT FENCE Q = SHRLB VICINITY MAP - NOT TO SCALE CHECKLIST (SECTION 7.3, OF THE SURF CITY ZONING ORDINANCE) ,— IvnmC yr ri1•rLIL.HIV I ION UvyNtm, IIVI,LUUINU AUUKLSS AND TELEPHONE NUMBER IF SUCH EXIST; (H&D PROPERTIES P.0- BOX 3228 MYRTLE BEACH, SC 29576 843-293-1931) 2-BOUNDARIES AND DIMENSIONS OF THE LOT TO BE BUILT ON; (SHOWN ON PLANS.) 3-NORTH ARROW; (SHOWN ON PLANS.) 4-LOCATION AND DIMENSIONS OF EXISTING AND PROPOSED STRUCTURES; (SHOWN ON PLANS.) 5-LOCATION AND DIMENSIONS OF PROPOSED SEWAGE DISPOSAL SYSTEMS) AND EVIDENCE OF APPROVAL BY THE PENDER COUNTY HEALTH DEPARTMENT,IF REQUIRED; (PRIVATE PUMP STATION SHOWN ON PLANS; HEALTH DEPARTMENT APPROVAL NOT REQUIRED.) 6-DIMENSIONS OF ALL YARD AND SETBACK REQUIREMENTS; (FRONT = 25' SIDES 10' REAR= 10') 7-ALL EXISTING AND PROPOSED ROADWAYS AND DRIVEWAYS, INCLUDING WIDTHS OF EACH: (SHOWN ON PLANS.) 8-LOCATION AND DIMENSIONS OF INDIVIDUAL OFFSTREET PARKING AND LOADING FACILITIES: (SHOWN ON PLANS.) 9-ALL EXISTING AND PROPOSED RIGHT -OF WAY; (SHOWN ON PLANS-) 10-ALL EASEMENTS; (NONE APPARENT.) 11-ANY AREAS OF ENVIRONMENTAL CONCERN (AEC'S) AS DESIGNATED BY THE N.C. CAMA WHICH ARE PRESENT OR ADJACENT TO SITE; (SHOWN ON PLANS.) 12-THE EXISTING AND/OR INTENDED USE OF PREMISES, EACH BUILDING OR PART OF BUILDING; (RETAIL.) 13-THE NUMBER OF FAMILIES OR HOUSEKEEPING UNITS; (NOT APPLICABLE.) 14-OTHER DETAILS AS MAY BE NECESSARY TO ENSURE CONFORMANCE WITH THE APPLICABLE ORDINANCES AND REGULATIONS OF SURF CITY, OR AS MAY BE REQUIRED BY THE TOWN BUILDING INSPECTOR, TOWN MANAGER, OR TOWN PLANNING BOARD; (LANDCAPING PLAN AS SHOWN HEREON.) 15-A STORM WATER MANAGEMENT PLAN, STAMPED AND SIGNED BY A REGISTERED ENGINEER, TO HANDLE THE FIRST INCH OF RAIN IN A 24-HOUR PER#OD. (SHOWN ON PLANS.) 16-ALL LIGHT PRODUCED ON SITE SHALL BE CONTAINED WITHIN THE PERIMETER OF THE SITE BY DESIGN, ORIENTATION, OR SHIELDING OF THE LIGHT SOURCE. = TREE NCG5 MON. "MONK" N - 257.949.8712 E - 2,433.106-5609 NAD 83 CF . 0.999967921 JC�IN L. PIERCE, CERTFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; WITNESS MY ORIGIN A' SIGNATURE, LICENSURE NUMBER AND EAL THIS -A, - DAY OF -- G G.?-' JOHN L. PIERCE P.L_S. L-2596 - Y 4_i= w= y 111L s S� 72. r A s 4 L ti Y �f .r cif x �•� EROSION/SEDIMENTATION CONTROL PLAN & STOR1fWATER PLAN PREPARED FOR WAVES BEACHWEAR TOPSAIL ' TOWNSHIP, PENDER COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES P.A. 409 JOHNSON BLVD. JACKSONVILLE. NC 28540 A2 MK" PHONE: 910-346-9800 DATE: DECEMBER 21, 2000 NCGS2'86.3098 SCALE: 1"= 30' F.B. 394, P. 39+ E - 2,.956.8926 JOB #�206355 REVISED: JANUARY 2, 2001 REVISED: JANUARY 12, 2001 REVISED: MARCH 19, 2001 REVISED: APR?L 17, 2001 REVISED_ APRIL 25, 2001 GRAPHIC SCALE REVISED: JUNE'4, 2001 30 D 15 30 60 REVISED: JUNE 5, 2001,E APPLICANT: H&D PROPErti IN FEET P.O. BOX 3221 ( ) REVISED: SEPTEMBER, 2001 MYRTLE BEA'+cC 29576 1 inch = 30 ft. 843-233-19-`1 6fv515 n SHEET 1 OF 2 1• f !' I - u CLEANOUT CAP w/ 2" VENT HOLE FT' RE ?A?K rr, P?EA I: v�MATCH EXIST SWALE _ � 8 l EXIST PARKING -FL4 �FJTURE PARKING AREA — - �E i. 30.5 F F 2 — 12" O'UTr�'c Tlj T FILL 2-16 LF — 42" PV CCa+CAC:E� c- -_� s �L_ •\.. 29.43 41ER C-AVE- Y5 - - 'r ' x. - - 23 4.3 STOR`vIWATE. FkSr,4fi ; I - ' rt 1�'��C'r >y I - - - - - - - - - - - ��- J� J tiP �"'+'' f:TYv EXIST POND 'Vrr26.59 --*-��.f - _ _ �SC `•T - �. INV=29.4-3 75 <' 1~+>t a a �� '� �� a a ■�� • ■1 � `7 � si � � � - - ■ • �7! a � - � a a's-� � ■ �' � . � � T� ... _ _ '~ -' - ` -- jr- �T -ST I8"RCP � '- � � [ � 1 1 � i L`-.I.�i KtS.,'�_�24 OW . BE r' ENI C` E D) I [ I - - -im r.r. _ J e.i[ Co.OF PfKc{ Pat E i Casu.. .5 INV=27.51 ` 85! tF 18" � '`' R4A 0 0.F9% I STORMwATER DATA: _ i IMPERV10US AREA - 43,125 SF - `5 �+ TER Sk�T. DESIGN STORAGE VOLUME ('" DEPTH) - 3,594 DF - - n w 1 EXIST D�CG� Ir�'�ET _ ,30.OD , I STORAGE VOLUME PROVIDED: SECTION 8 r V i 5_E DI TOP=30,C 1 a `+-; ! �' I INFILTRATORS - 1.043 CF COLLECTOR PIPES - 181 CF ' STORAGE SWALE - 2,376 CF DRAWDOwN TIME - 3.05 DAYS SECTION "A" STORM WATER DESIGN COMPLIES WITH SURF CITY REC PEti"cNTS ti•_ c A_E "B" INFILTRATION SYSTEM PLAN SCALE - 2.3' ..i •RA AOLf-. MESS-IY- ,B'_ACI; bMr FAaPC OR EOIA:A,-ENT �CWEL T7 WME TM,M kk-AL CAn 00 Y4E A e- 7Fs +2 G•.-'Z 4.14• -t 2-x4' s a'E -OORU Ot, , / CENTER FRET -P4r., Cry N%E_S ON v-A, o--7 JP =AS'•EYED � :. 'BAR ON +VX ?JS7 + - MC I! S-✓US �' Ma rMI:M SE"uFY'. iORa`„E _F+G MEIIC4 j SF E+T rrEM -+•I'S'EO '..E h- '3 MEAC'f / OR AS 014E-BT CORSER.'I�0h N EC`OR SEED & MULCH r ' PER SPECIFICATIONS SI : - AN IS A%D \ i -ER PLAN I 2'-GOvSR OrM QC`TAMP BArXFN_i_ NTO 120 OF TREwa. _ � •• r-.- - CARRT ! OF ■■E RIO 'REJU, r �-�-""�---� IV -AL CEDAR OR 4•X{' TR'_4'S WDM POSTS AT Ir SEEDING scHED:JLE STORAGE SWALEAIL ff �ER T CLNTMA VWUM. CEDAR AND ROOD POSTS 3II<L D SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM NO SCALE K !' DEEP MIMIMUM. GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZE:' A`TD WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER L S147 Y. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASP'-ALT TACK WHERE SLOPES EXCEED 4. SILT %' FENCE DETAIL NO SCa,•E MA_"ERiAL APc)L'!__='?Cti RATE LIME 2 TC`S/ACRE 20% SUPERPHOSPHATE 600 =DLtiDS/ACRE FERTILIZER(10-10-10) ' 000 ::;') .NDS/ACRE APRIL - JULY FESCUE, KY-31 5C P.:JN__-/ACRE BERMUDA (HULLED) 10 P'DJN__S/ACRE ,)ANjARY - MARCH FESCUE. KY-3' 50 P;,tiDS/ACRE BERMLjDA (UNHULLED) 20 P 0C%DS/ACRE RYE (GRAIN) 25 PwU`DS/ACRE CONSTRUCTION SEQUENCE SEPTEMBER - 1NOvEYBER 1. 08TAIN PLAN APPROVAL. FESCUE, KY-31 50 cD,;`--S/ACRE 2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE. MULCH 2 TONS%ACRE 3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES SHOWN. 4. CONSTRUCT STORMWATER FACILITIES. INSTALL SWALES. ASP-14LT TACK 300 CF—DNS/ACRE 6. BEGIN STRIPPING SITE & EARTHWORK. i 6. MAINTAIN STRUCTURES DURING CONSTRUCTION (AFTER EVERY RAIN E._'YT NOTE: OWNER MAY VARY SEEDING TO CONFORM TC _�V_��APING RE00REMENTS. OR AT WEEKLY INTERVALS) 7. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. NOTE: UNDER NO CIRCUMSTANCES MAY "WEEPING LO-t PASS" OR "RYE" BE USED. 8. REMOVE TEMPORARY MEASURES. 9. DEVELOPER TO MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES AFTER CONSTRUCTION HAS BEEN COMPLETED IN ORDER TO PREVENT ACCELERATED EROSION. i SEEDBED PREPARATION NOTES: I 'COTE 1- SUR=ACE WATER CONTROL MEASURES TO BE INSTALLED Y�:CORDING TO PLAN. ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY MEASURES NITH'N 15 I v--TA:L SKEET 2. AREAS TO BE SEEDED SHALL BE R:PPED AND SPREAD H `' AVAILABLE DAYS OF D+STURBANCE AND PERMANENT STABiLIZATON SHALL BE PROM'=D WTH;N 30 I PREPARED FCR TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEP-H S�AI_L BE 4'-6" DEEP. DAYS OF COMPLETION OF ANY PHASE OF GRADING. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SPILL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH r : ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL S=EDBED PREPARA70N• I WAVES BEACHWEAR AT FINISH GRADES SHOWN, SHALL BE REASONABLY Sk'JC-y AND UNIFORM. 4- IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO E= ACCORDING TO SEEDING TOPSAIL TOW�iSHSP, PEtiDER COUNTY, NC SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LS-/':".)D S.F. OF SUPER = _ [ ': PREPARED BY PHOSPHATE. = ' 5- IF SOIL EST IS TAKEN, ?ROViDE LIME A'ND FERTILZEP ADDORDING TO SOIL TEST - ; JOHN L. PIERCE & ASSOCIATES, P.A. T Ja t ` ` 4 � `j j'_` n REPORT. r '-".SO{v BLV�. JACKSON d;L LE, NC 2854D 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY MIXED WITH THE SOIL _ DURING SEEDBED PREPARATION. = �: .. �-�: 9'0-346-9800 DAIS: MAY 10, 20G1 �+rAL` N jA F.B. PG. JG-9 # PILE NAVVE'- SHEET 2 iSIN Y�1, P 0 N D "_ Rfi '5 \ MATCH POINT i" P O N D 5 _s Pfk MAT31 okir 8 25C32-;. � C I +2 8 `2 D Hoq I +26 46 —� � P d N D - - - 4 93 -I-2E.33 ' 44 � n_ L +28 i eE f/ 4y 4✓t tlp jg - 93 NOTES: 1- ACCORDING TO FEMA MAP 370344 0408 B, THIS PROPERTY iS IN FLOOD ZONE C. DATED FEBRUARY 15, 1985 2- EXISTING WATER AND SEWER LINE LOCATIONS PER TOWN OF I �� DAM 1 SURF CITY. 3- PROPOSED LANDSCAPING AREAS TO SE IRRIGATED AND MAINTAINED PER TOWN OF SURF CITY STANDARDS. -- - 99 -ri^ =4 ` i 0 QI ! 4- INTERIOR LANDSCAPING OF PARKING LOT NOT REQUIRED PER 4' T•"� _ b TOWN OF SURF CITY ZONING ORDINANCE- ' I r 1 5- PERIMETER OF PROPERTY TO BE LANDSCAPED AS SHOWN HEREON. 6- 32 PARKING SPACES REQUIRED AND 34 PARKING Pla k ' i SPACES PROVIDED. ONE SPACE FOR EVERY 400 S.F. OF BUILDING AREA (30 Sp4CfS} iS 1 � V.ii 7CH iX1ST SWALf ONE SPACE FOR EVERY TWO EMPLOYEES ON A SHIFT (2 SPACES) EIP _ _ M i _ �-- _ EIP 1, �F u' Pvc �s ` � ' ', i 26 4 ' 7-ALL SIGNS TO BE IN ACCORDANCE W TH THE TOWN OF r -'6C1 ,LO 19 t _ .; FUTURE DEVELOPMENT 4-3' 08 1 , '�' rn� �28 20 SURF CITY ZONING ORDINANCE. TC SA1 INrT1AL PHASE gF DEVELOPMENT 1'V�28. 9 1 zh `�-T POND SHED C)- � 1(TO BE � t 1 +: t 1! I +. V-29.43 !f ASPHALT / ' - ; I,1s,l1�\ 1 `V�� LLJ N 27.Op ASPHALT SWALE� tE l '1` I.` +28-28 1!1 11 1 1 LOT 65-A LOT 53 - ♦ t� 1.1 �16`O6'�31�C,# �I27.4I5 BATTS DIVISION BATTS DIVISION To B� �v*D= LION) —3 14�273z�NED c (FOOD *z_. ;9 1 1 E I 1 �xl DROP] I }�28 54 N T pl�Top 1 1111 1 1 1 l �;{" -L.' I I S 5. 2�.a3 / XV 2`x 60 L ADING ZONE ,. 4, t e 11 �- L-- Tam,, - t= ► - I �I IkI 1 TOTAL AREA = 3.12 ACRES r N 0 m2E 98 N 3 ! "i ff�� 4I ID DENUDED AREA = 0.99 AC } " _RETAIL r - 12,078 S.F. FF EL = 32.5 T T. r �3 3' PF Vso 30.,. e T t33 ,y 3}I +Sr 84}`c'=-g' +30 �_• ~ _-' +3fi 09 L f3C 571 31.04 \ i' I I \ 22' I75 ASPHALT PARKING LOT ASPHALT PARKING LqT \ \\ I * * T IiT RSEJK 1 5' I .T - € LJ o & R W 10' P 36' DRIVEWA7 4 , o;� � � �U `� 0 o' !o 4` �� <, �a `.53 8.4947" �3223 NAIL \ . 5 26'05'46 E A 4.65' 3G.59 S 27- 47 E 140.12 EIP S/,27'18'02- E 70.07' Ell 4 1 — \, _ 1 1 I - ` pp FH 3 95 `'3� 3 3C 32 3� 30 11 \ 3+ 1a � �P3 47 j 3036 _ \ _ - _ - I aC __T�� 2E 96 3 94 � «- - - -0_ - - 29.8' rt - - S i „�- t29.43 � 29.Srt - Z. �. 29 3T rr �47:F ` ,�� . J � �� 10 PVC WATER- 1 5C 3:.5v 3', 45 3' 23 4E — ' 5 31 56 — — ' 70 — — 3. N.C. HWY. 50 — 100' R/W — a - -� 31 53 -- 13 F3 31 - a1i 3' ' a 31 - _L8345 12' FORCE MAIN R/W R/W 102 9.47' TRACT DATA: 3.12 ACRES (135907 S.F.) ZONING: C-3 DISTURBED AREA - 2.0 ACRES SECT.4.12 C-3(EXTENDED COMMERCIAL DISTRICT) (1) PERMITTED USES, (t) STORES RETA-LING THOSE ITEMS PERMITTED IN THE C-1 AND C-2 D15-RICTS..- 57� W 21.06' N 32'3 CP CID I � I � FF . I � \J� �I � O �I 3I o�v NI THIS ARE4 VhAS P'_OT ED FROM A \ MAP BY THOMFSCN SuRVEY'N.3 CO., P A. v ENPTLED SKETCH OF &_;R JE'y rOR A'_FREO \ I J. WJRT►IAN- )CII I I I I P 0 N D I CP MATCH POINT 'A' In rn 0 I� I� tv I < N Ip I0 P 0 % D �f E.P VA-C,. aOINr 'B- LEGEND: EIP = EXISTING IRON STAKE CP = COMPUTED POINT FH = FIRE HYDRANT MH = MANHOLE PP = POWER POLE R/W RIGHT OF WAY INV. = INVERT +30.57 = SPOT ELEVATION SPK = SET PK NAIL —E—= OVERHEAD POWER LINE S.T. = 10'X20'SITE TRIANGLE PROPOSED GRADE EXISTING GRADE �} = PARKING LOT LIGHT W/ TWO 1,000 WATT SPORT LIGHTS) = VAN ACCESSIBLE HANDICAP PARKING SPACE PER CHAPTER 4 OF N.C. AC--E=SIBiLITY CODE 1999 I 1 = DOUBLE CONCRETE BLOCK FILTER SF - SILT FENCE 0 = SHRUB U VIIANI TY MAP - N7T T7 SLA1 E rHEIYLIST (SECTION 7.3, r)F THE SIJNF C;ITf ZriNIN , OPDlNA:NrE) 1- NAME OF APPLICANT OR OWPJER• INCLUDING AODPESS AND TELEPHONE NUMBER IF SUCH EXtST;(H&D PROPERTIES P.O. BOX 3228 MYRTLE BEACH, SC 29576 643-293-1931) 2-BOUNDARIES AND DIMENSIONS OF THE LOT TO BE BUILT ON; (SHOWN ON PLANS.) 3-NORTH ARROW; (SHOWN ON PLANS.) 4-LOCATION AND DIMENSIONS OF EXISTING AND PROPOSED STRUCTURES; (SHOWN ON PLANS.) 5-LOCATION AND DIMENSIONS OF PROPOSED SEWAGE DISPOSAL SYSTEM(S) AND EVIDENCE OF APPROVAL BY THE PENDER COUNTY HEALTH DEPARTMENT, IF REQUIRED; (PRIVATE PUMP STATION SHOWN ON PLANS; HEALTH DEPARTMENT APPROVAL NOT REQUIRED.) 6-DIMENSIONS OF ALL YARD AND SETBACK REQUIREMENTS; (FRONT 25' SIDES 10' REAR- 10') 7-ALL EXISTING AND PROPOSED ROADWAYS AND DRIVEWAYS, INCLUDINS W:DTHS OF EACH; (SHOWN ON PLANS.) 8-LOCATION AND DIMENSIONS OF INDIVIDUAL OFFSTREET PARKING AND LOADING FACILITIES; (SHCWN ON PLANS.) 9-AFL EXISTING AND PROPOSED RIGHT -OF WAY; (SHOWN ON PLANS.) 10-ALL EASEMENTS; (NONE APPARENT.) 11-ANY AREAS OF ENVIRONMENTAL CONCERN (AEC'S) AS DESIGNATED BY THE N.C. CAVA WHICH ARE PRESENT OR ADJACENT TO SITE; (SHOWN ON PLANS.) 12-THE EXISTING AND/OR INTENDED USE OF PREMISES, EACH BUILDING OR PART OF BUILDING; (RETAIL.) 13-THE NUMBER OF FAMILIES OR HOUSEKEEPING UNITS; (NOT APPLICABLE.) 14-OTHER DETAILS AS MAY BE NECESSARY TO ENSURE CONFORMANCE WITH THE APPLICABLE ORDINANCES AND REGULATIONS OF SURF CITY, OR AS MAY BE REQUIRED BY THE TOWN BUILDING INSPECTOR, TOWN MANAGER, OR TOWN PLANNING BOARD; (LANDCAPING PLAN AS SHOWN HEREON.) 15-A STORM WATER MANAGEMENT PLAN, STAMPED AND SIGNED BY A REGISTERED ENGINEER, TO HANDLE THE FIRST INCH OF RAIN IN A 24-HOUR PERIOD. (SHOWN ON PLANS.) 16-ALL LIGHT PRODUCED ON SITE SHALL BE CONTAINED WITHIN THE PERIMETER OF THE S17E BY DESIGN, ORIENTATION, OR SHIELDING OF THE LIGHT SOURCE. { = TREE NCGS MON 'MONK' N - 257.949 8712 E - 2.433,106 5609 NAD 83 CF - 0.999967921 I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED: THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+; WITNESS MY ORIGINf}I SIGNATURE, LICENSURE NUMBER AND EAL THIS-4 DAY OF 714 .�. JOHN L. PIERCE P.L.S. L-2596: t EROSION/SEDIMENTATION CONTROL PLAN & STORMWATER PLAN sC� WAVES BEACHWEAR ss 8ag - TOFSA;L TOWNSHIP, PENDER COUNTY, NC %. PREPARED BY JOHN L. PIERCE & ASSOCIATES, P.A. 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: 910-346-9800 DATE: DECEMBER 21, 2000 NCG5 wr* 'MONK Az MK' N —*.766.3098 SCALE: 1 "= 30' F.B. 394, P. 39+ E 2_432.956.8928 J08 REVISED: #206355 JANUARY 2, 2001 REVISED: JANUARY 12, 2001 REVISED: MARCH 19, 2001 REVISED: APRIL 17, 2001 REVISED: APRIL 25. 2001 GRAPHIC SCALE REVISED MAY 10, 20001 30 0 15 30 60 REVISED. JUNE 5, 2001120 APPLICANT: H&D PROPE;�`S P.O. BOX 3228 MYRTLE BEA-'-, SC 29576 843- 293-193' ( IN FEET ) inch - 30 it. REVISED: SEPTEMBER. 2001 REF: LOT #64 do #165 OF J.H. BATTS DIVISION M.B.9 P.53 0.B.462 P.43 SHEET 1 OF 2 f - i "B • 2-16 LF -'-12" PV 1 1 � SF )ST •IvJWATE �SM! � _ X (S 1 'b�r�Dl •1'11 0;�Vyj-- 8.91-1�, '� 36 +1 ' t 1 fl 1 l •'. lw 1- t A . "/1 M! • _ 4 � 1 �� 11 1 1 1 1 1 tr+ 1 1 'I�,QPF,Q� ! 't ! �`; a `� i T 91 ■■ �P e 1 1 S i A YK�y '� `.1 1 t 1 1 t� J` ay 'V�tl 11BEl ,R ,1QV�D� 1 11 i V 6 51LL* 1 _1 * BW ! 1- I- .t 1 I €XIIST DR' , INLETT0 E,R0 Q 5 I "B " • _ ■ -J INFILTRATION SYSTEM PLAN SCALE 1' - 20' SEEDING SCHEDULE SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK WHERE SLOPES EXCEED 4%. MATERIAL APPLICATION RATE LIME 2 TONS/ACRE 20% SUPERPHOSPHATE 600 POUNDS/ACRE FERTILIZER(10-10-10) 1000 POUNDS/ACRE APRIL - JULY FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (HULLED) 10 POUNDS/ACRE JANUARY - MARCH FESCUE, KY-31 50 POUNDS/ACRE BERMUDA (UNHULLED) 20 POUNDS/ACRE RYE (GRAIN) 25 POUNDS/ACRE SEPTEMBER - NOVEMBER FESCUE, KY-31 50 POUNDS/ACRE MULCH 2 TONS/ACRE ASPHALT TACK 300 GALLONS/ACRE NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. NOTE: UNDER NO CIRCUMSTANCES MAY "WEEPING LOVE GRASS` OR "RYE" BE USED. SEEDBED PREPARATION NOTES: 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WTH AVAILABLE TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER PHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. 6- LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND M'XED WITH THE SOIL DURING SEEDBED PREPARATION. 1',I ATCH b�ST SWALE } 1 I' CV q ' � � I I I m 4V=2q.43 I I I( V=27.00 I TA `I I I , a I � • i i ! j ? I � I I IINV=27.51 Ik a ' it I I 'q I I , EXIST PARKING AREA STORMWATER DATA: IMPERVIOUS AREA - 43,125 SF DESIGN STORAGE VOLUME (1" DEPTH) - 3,594 DF STORAGE VOLUME PROVIDED: INFILTRATORS - 1,043 CF COLLECTOR PIPES - 181 CF STORAGE SWALE - 2,376 CF 3,600 CF DRAWDOWN TIME - 3.05 DAYS tTORMWATER DESIGN COMPLIES NTH SURF CITY REQU REMENTS SEED & MULCH PER SPECIFICATIONS SOD B4NK5 AND BOTTOM OK7 SWALE Illill{! ` I i DEPTH PER PLAN 1' STORAGE SWALE DETAIL NO SCALE CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL. 2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE. 3- INSTALL ALL TEMPORARY EROSION CONTROL MEASURES SHOWN. 4. CONSTRUCT STORMWATER FACILITIES. INSTALL SWALES. 5- BEGIN STRIPPING SITE & EARTHWORK. 6- MAINTAIN STRUCTURES DURING CONSTRUCTION (AFTER EVERY RAIN EVENT OR AT WEEKLY INTERVALS) 7. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. 8. REMOVE TEMPORARY MEASURES. 9. DEVELOPER TO MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES AFTER CONSTRUCTION HAS BEEN COMPLETED IN ORDER TO PREVENT ACCELERATED EROSION. NOTE: ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY VEASURES OTHIN 15 DAYS OF DISTURBANCE AND PERMANENT STABILIZATION SHALL BE PROVIDE WITHIN 30 DAYS OF COMPLETION OF ANY PHASE OF GRADING. CLEANOUT CAP W/ 2" VENT HOLE j - _ - _TOP BERM - - - - - - - F BTU PABKL►�LG�4REA< , - _ FUTURE PARKING AREA - ELEV. 30.5 f 2 - 12" OUTLETS T P T FILL COMI?ACIZD SEiECT -FILL. _ INV. 29.43 30.00 : M _ - MAX. STORAGE LEVEL , - + + � +OVER QFiAt+�BERS + + Y , + + + + + + Y + + ELEV. 29.43 , + y + + + + + + 12" PVC + + + + T + + + + : - : , STORAGE SWALE _ , ., / HEADER PIPE + + + + ENTRANCE GRATE GQMF'AIYTED.:SEl'EQTFiLL' , (MIN. 50 SQ IN OPEN) f?R"'C1�A8ER;i + + 1'• PVC tIEABER+PIPE + j + + + + + SWALE BOT70M } + + + + + VARIES 27.0 - 28.1 27.4 BE3 rOP r + t + + + 7.43 + + + + + ~`STORAGE SWALE + t FILIk POND WITH SIXTABLE + + HEADIER INV. 6" P'JC 26.59 + GENERAL FILL MAtTER+AL + CHAMBER BOTTOM CHAMBER BOTTOM + + + 26.10 26.10 + + + NATIVE UNDISTURBED + + MATERIAL + NATIVE UNDISTURBED PREFABRICATED INFILTRATION CHAMBERS + + MATERIAL H-20 LOAD RATING (BY INFILTRATOR + SYSTEMS, INC. OR EQUAL) - 8 ROWS OF SHWT 8 UNITS EACH (64 TOTAL UNITS) SHWT 24.0 (PRESUMED) ODA= ON PUsOOIC POLO LEVEL GBWVATKAO) SECTION "A" NO SCALE ,I GAUGE A'XA' OR 7"x4' WELDED WRE NOOKO ONTO PRUDR.ED CHANNELS ON METAL POSTS. OR FkMNED TO CEDAR OR *000 POSTS MTN NO. a STAPLES SECTION "B" NO SCALE UL'RAA0LET RESSTANT (OLACXI hMfl FADRIC OR EOWVALENT SECURED TO MIRE ,R`H METAL CUPS OR WIRE AT r Of CENTER. MMARODUY SEDWNT STORAGE LEVEL REMOVE SWOMeENT WREN THIS LE es READ40 OR AS DIRECTED By CONSERVATION INSPECTOR. 24.0 (PRESUMED) OL&M QN PUMCMO POND LEVEL 03WYATON i I NATURAL QPADE �- CARRYAAPRO}'/1AtELT ,7 OF rAe1tIC w1p TRENCH. - - _ Co-u PMTN SOIL AM TAMP LAOT1.L - - - CARRY e' OF WW INM TRVMOL II �_MP_*AL, CEDAA on 4'x4' TREATED TYOOD Posm AT E =wr CENTER uAmuum CEDAR AMMO HOOD PosTS ST,OULD L- BE DEEP uwaAm SILT FENCE DETAIL NO SCALE PREPARED FOR WAVES BEACHWEAR TOPSAIL TOWNSHIP, PENDER COUNTY, NC PREPARED BY JOHN L. PIERCE & ASSOCIATES P.A. 409 ,tOHNSOh BLVD. JACKSONVILLE, NC 28540 f PtiONE: 910-346-9800 DATE: MAY 10, 2001 `t,,' y ' . SCALE: �;,/A F.B. PG. �� n JOB # FILE NAME: *:v SHEET 2 OF 2